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- W2373149527 abstract "The study is carried out on progressive collapse analysis of the conservatory arch-reticulated shell hybrid steel structure at gardens by the bay in Singapore.The usual alternate path method is adopted,with the reasonable initial damage situation and load cases are chosen.The linear static analysis,eigen value buckling analysis and elasto-plastic full range analysis are carried out with ANSYS.The usual alterrate path mcthod is adopted and the reasonable initial demage situation and load cases are chosen.The linear static aralysis,eigen value buckling analysis and ecasto-plastic full range analysis are cartied out with ANSYS.The result shows that,in comparison with perfect structure,the damage one gets higher stress and displacement,and its buckling model changes obviously.However,it can still keep on bearing when the factor of the standard load is up to about 2.5 times.In conclusion,the progressive collapse won′t happen under the given initial damage condition,and the structure has good integrity and ductility,and so does the anti-progressive collapse capacity." @default.
- W2373149527 created "2016-06-24" @default.
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- W2373149527 date "2010-01-01" @default.
- W2373149527 modified "2023-09-25" @default.
- W2373149527 title "Analysis on Progressive Collapse of Conservatory Steel Structure" @default.
- W2373149527 hasPublicationYear "2010" @default.
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